HomeMy WebLinkAboutPlans..
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STEEL LINE
m
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A
1 1 /2"
J
REACTION & CONCRETE NOTCH DETAILS
PARTITION COlUMN REACTION
MAX. COMPRESSION (DL + LL) = 2100 L8S
MAX. UPLIFT (DL + WL) = -537 lBS
SHEAR = 250 LBS
"t.JSTEO RtACTtONS OCCUR AT ALL SINGLE INTERIOR AND EXTERIOR COLUMNS SHOWN ON THE BUILDING
FLOOR PLAN, UNLESS NOTED OTHERW1St
WEDGE ANCHOR DESIGN FOR CONCRETE PUUOUT IS BASED ON A 3000 PSI 28-DAY STRENGTH CONCRETE.
192'-3" 0/0 OF CONCRETE
B
4" CONCRETE SLAB REINFORCED W/
8" X 8" 4MM GALV STEEL WELDED WIRE MESH
OVERS MIL POLY VAPOR BARRIER ON 95% COMPACT BASE
-
8
FOUNDATION PLAN
BUILDING "A" 425 LBS.
1 1 /2''
29 GA. ltPBU"
SHEAR PANEL
I A
1 1/2"
12"
::
N ...........
STEEL LINE
I ~2 "
SECTION "A"
STEE L LIN E
1 1/211
9 1 /2"
CONCRETE
FOUNDAT ION
SUBJEcr TO NOTED
IXCIPTJoNs & INSPECTIONS
GARFIELD COUNTY
BVILDING DEPARTMENT Datej}jt)~' By ~
APR 2 9 2008
~ 103 LBS.
MAXIMUM BRACING REACTIONS
~CO::::-::P:':!':Y----
No INSPECTION WITHOUT
'I1IE8E PLANS ON SITE
page or
'THESE DRAWINGS AND THE METAL BUDLDING WHICH THEY REPRESENT ARE THE PROD UCT OF STEEL SYS TEMS
7213 fAIRVIEW lfJUSTON1 TEXAS 77041 C713> 466-6393. Tl£ ENGI~ WHOSE SEAL APPEARS
HEREON JS EMPLOYED BY SliD. SYSTEMS AND IS NOT THE ENGINEER IJ' RECORD FOR THE PROJEC T.•
LOO~
Duro Beam
Quality Pre-Enafneered Buildings
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1111 JIDIIIJ1 .. .iR
llm.PDIA 1IJJII/M S'!/1111
,_ {1111) #Hill
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0 z f-~ 0 z 0 ::> ~
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~ ~ -1-(.!) a.. ~ u z -LW i:!i
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0 w 0: f (/) ... iJ 8 ::. ~ ~ I y w ~ N :::l
Cl iii (J oa.
n.,...
~-..... ..__. ·------~~~~~cm--..,.-~ ··----·---au--:.m.------.
ISSUE SHEET
A F1 of 1
NOTCH RE: BLDG PLANS
N01£: -----------------~----------------I I
~-----------------~--DO NOT USE THIS DRAWING
TO LAYOUT THE FOUND A llON.
SEE ANCHOR BOLT DRAVt1NGS
1
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NOTCH RE: BLDG PLANS
fiNISH GRADE
REFER TO BUILDING
PlANS FOR NOTCH
SIZE AND LOCA liONS.
W2.1 X W2.1 6 X 6-6/6 WIRE MESH
GRANULAR fill
bJ WIRE MESH SUPPORT 36" OC
PERIMETER GRADE BEAM
SECTION 1 - 1
4" NCRETE SLAB WI
X 6-6/6 W2.11W2.1 CINSTRUCTION MESH
152 X 152-MW 13.3/MW .
SEPERATE BY 6 MIL POLY VAPOR
BARRIER ON 95% COMP BASE
UPDATE TO SLAB BASED ON
SOIL BORINGS
. HEP -PA
GE ECHNI
~"X1/:S~BD~~
.. ·. ·. ·. · .. r-r·· .·.·.·.·.=:=If
COMPACTED FILL /
CRACK CONTROL JOINT . * * * * AT 15'-0 X 15'-0 MAX SPACING
1) GRADE BEAM R£1NF. UUST PASS lHROUGH lHE FTGS (CONl).
2) USE GROUT PAD/SlEEL SlilMS AS NECESSAR'f TO LEVEL CQS.
3) SLAB REINF TO BE LOCA lEO AT CTR. Of SLAB.
4) RECOMMEND ADO'N ~ RBER REINF FOR ADD'L CRACK CONTROL
5) CONTRACTOR TO VERIFY ALL DIMENSIONS, ETC IN FlELD
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FROM THE MANUFACTURER.
_ ______ __; _______ __j
NOTCH RE: BLDG PLANS
CHANDER P. NANGlA PE
7423 HOLLOW RIDGE DR HOUSTON, TX 77095
AMERICAN ·DURO BEAM
902 NORTH 30TH RD HOLLYWOOD, FL 33021
DESCRIPTION FOUNDATION PLAN & DETAILS
CUSTOMER WESTERN SLOPE DEVELOPMENT
LOCATION RIFLE, CO
DRN. BY CKD BY DATE SCALE JOB NO. SHEET NO. ISSUE
CPN CPN 03/26/07 NONE 83812 F1 OF 2
41/2"
12
(o
I
Co
SRECL
0
.----SEE DETAIL "MS/16" FOR ENDWALL COLUMN WITHOUT RAFTER ----~
A
L..IJ
0
I
~
"
t.2X4
35' OUT-TO-OUT Of STEEL
c
s'-o" 5'-0"
ENDWALL FRAMING: LINE 1
RT-101 SPB .1 RT-101 DC
It . ~ =c-.~ ~ ' ......__
: b 0
s'-o"
.,.... 0 o. 0
C'IIQN
..!, I ~ o;....o
:J
~ ....
ENDWALL SHEETING & TRIM: FRAME LINE 1 .
PANELS: 26 Ga. SX .-Light Stone
G
SRECR
0
Rifle
NA
Colorodo
81850
41/2"
12
SRECL
0
F"AX:
cw.:
DIAl I.:
35' _ OUT-TO-OUT OF STEEL
E D c B
5'-0" s'-o" 5'-0" s'-o" 5'-o"
l2X4 \
.r
ENDWALL FRAMING: LINE 26
RT-101 SPB1 RT-101
CJ SRECR
0
: ~ : ~ ~ N ~
' ' .......... 1: b 0 :
ENDWALL SHEETING & TRIM: FRAME LINE 26
PANELS: 26 Ga. SX -Light Stone
· FOR C.ONSTRUCTION
,.,. ,,. ,,.
MEMBER TABLE
FRAME LINE
S-200 4X20C16
S-201 4X20C16 s-202 4X20C16
OJ-200 4X20C16
DJ-201 4X20C16
DJ-202 4X20C16
OJ-203 4X20C16
OJ-204 4X20C16
DJ-205 4X20C16
DH-20 4X20C16
TRI~ TABLE:
FRAME UNE
¢10 MARK
1 CP1-12
2 JP4-24
3 HT-101
4 HT-101
ENGTH
105.250
·107.750
110.250
103.125
104.625
105.625
107.125
108.125
109.625
35.500
LENJiTH
.84.000
84.000
243.000
99.000
APPROVED
SU&JEcr TO NOTED
EXCEmONS & INSPECTIONS
GARFIELD COUNTY
BUILDING DEPARTMENT
Date' BY....-.14~--
FIELDCOPY
NO INSPECTION WITHOUT
. 1liE8E PLANS ON SITE
page of
' . ~-
CHANDER P. NANGIA P.E
7 423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
lDmH (F"T): 192
M~M~.ER TABLE FRAME JNE
MARK PART
S 203 4X20C16
OJ-206 4X20C16
TC-201 4X2CH14
TC-202 4X2CH14
TC-203 4X2CH14
DH-201 4X20C16
G-200 4X20C16
G-2_01 4X20C16
lENGTH
103.250
103.250
238.375
239.750
120.875
95.500
55.500
57.500
TRIM TABLE
FRAME _UNE
<>ID MARK
1 JT-101
2 JP4-24
3 HT-101
4 HT-101
LENGTH
85.000
84.000
243.000
99.000
1
CONNECTION PLATES
FRAME UNE
010 I MARKLPART
1 I BC-1
2 SSMC-1
2 3
192' OUT-TO-OUT OF STEEL -
4 5 6 7 8 9 10 11 12 13
I
)
1~
s·-o· s·-o· 10'-0,. 1o·-o· 10'-0" 10'-0" 1o·-o· · 1o·-o· 10'-o· 10'-0 .. 10'-o· 1o·-o· 10'-o·
J
tD I 1 I
SIDEWALL FRAMING:
SEE DETAIL "MS/13"
r EE DETAll-"MS/4 .. FOR HEADER TO JAMB
ET-700
J I J I
LINE G
rCONTlNOUS HEADER 1RIM
j I ,,,.
, .... ·~1)
Jl _l j_ 1 j_ I l I -~ Q~"'•
____ l~~0 __ ~§>--~--0 ___ :v __ ~§) __ ~§> -~ 0 __ ~ 0--~~--~§>~~(;~
-l'''r·~
NOTES FOR LAYOUT:
TC-202 IS ,~ 4 OPEN CHANNEL EAVE STRUT
DO NOT USE PURLIN @ THE SIDEWALL EAVE
A BASE CHANNEL IS USED fOR SECURING DOOR JAMBS AND THE
S-203 (DOOR S\DE) WAll STUDS. IT IS 11.75 INCHES LONG APX.
SIDEWALL SHEETING & TRJM: FRAME LINE G •\•
PANELS: 26 Ga. SX -Light Stone
FOR CONSTRUCTION
CHANDER P. NJ
7423 HOLLOW Rl[
HOUSTON. \X 17{
8 ~ NUMBER: lCX.2J() OATh J/22./07
j CUSJaiER: ~ern Slape ~ CUS. NO. : NA ~ ~ANY: I'Neetem Slope Dew/OPmen f'HOHE: 504-MI0-7307
g lot ADIIRfSS: 1 P~e Rood FAX: .1M I CilY; RIRo CELl: NA
~ FOR CONSTRUCTION
American Duro Beam
902 North 30th Rd Hollyttood, Florida 33021
?HONE: 1.800.44-5.0412 www.amencandurobeam.com
~
IIUI.D f1ttlof I:JRAYIN>S IIARIQJ) .~ ~. DO NOT aJl.D f1QI PI.AMS ll.wca> PaUT II! ~
lJlol.ESS IIM>lEI> ST~ Allff caiJmQI:s APPLY. CGf"'RRGGflfJ) YAWIW. DO NOT aPr, lliSJ7allli1E OR WOOFf.
lllaDitG SP£CFlCA'JJCt& ~TH (n) : 35 Wf
~ l'IP£: Mini S'torclge ~ EA~ HEIGHT (FO : ~·
CCI)£/cU!S: J9C 0:5 ~ PI10t (lNcH ~:
~ llWt (}IPt() : 110 WPtl ~ SNOW I.QU); 40 La
IMND ElCPOSUA£: B ~ ROCF SHOW llES
~ U"tmi.MCE f~ \.0 ~ e<:BF. (l'ti"Sa) l
ROOF UVE LDAD : 20 PSI' IJ.N.O. ~ ZllNE : HA
FRAME 1M:: LOAD : 20 PSF I'.T.R.
DRAWING BY: CIC"D BY ~ 1«).: NA SCALE
MBD M.A. . ~ DI\1E: NA NONE
-203 4X20C16
-206 4X20C16
-201 4X2CH14
-202 4X2CH14
-203 4X2CH14
-201 4X20C16
-200 4X20C16
-201 4X20C 6
::s FOR LAYOUT:
202 IS A 4 OPEN CHANNEL EAVE STRUT
~OT USE PUR UN @ THE SIDEWALL EAVE
LENGTH
85.0 0
84.000
243.000
99.000
I
Q)
c ·-
I
10'-o"
12 11 10
10"-0 .. 1o·-o·
SEE DETAIL "MS/13"
1
192' OUT-TO-OUT OF STEEL
9 8 7 6 5 4
10'-0" 10'-o· 10'-o· 10"-0" 10'-0" 10"-0 .. s·-o· 5'-o
_j S-:-203 S-203 S-203 s-203 . S-203 S-203 s-203 _ s-203 S-203 S-203 S-203 S-203
__c
0
-+--'
~I
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I
s·-o· II
I
_j 1 r
b r-r ~~ ~~
8'-0" I I I I s·-o· I I a·-o· 1.1 8'-0" I I 8'-0" I I s·-o· I I 8'-o· I I 8"-0" I a·-o., ~ .... ,_ r-
SIDEWALL FRAMING: LINE A ~~CONTINOUS HEADER lRIM
r SEE DETAIL "MS/4 .. FOR HEADER TO JAMB
. ET-700
l
I I I l 1 1 l WI
0 0 0 0 0 0 0 ~~1 ~0 0 ._ _____ .___ ----------.._ ______ ....__,_ _____ ....._._ ________ -----.._..._ _____ .___ ______ ....._.._
I
~
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Ga. SX -Light Stone
FOR CONSTRUCTION
American Duro Beam
902 North 30th Rd Hollywood, ·Florida 33021
PHONE: 1.800.4-45.04'\2 www.americandurobeam.com
NOTES:
6.SE CHANNEL IS USED FOR SECURING DOOR JAMBS AND THE
03 _ (DOOR SIDE) WALL STIJDS. IT IS 11.75 INCHES LONG APX.
BUlO FR<* ORAa.GS IIARIC£D "ffR CCNSTIIIJCl10M'. 00 MOT fM.O FROW PUNS loiARI<m P£R!IIIT CR N"PRRVIJ-
utUSS NO'IED STAIGARO N:18 OClNDil10NS N'Pt.Y. CCP'IRIOH1ED MAlDaAL DO NOT ·ca>Y, lll$'llEUlE DR WCllllfY,
CHANDER P. .-,NGIA P.
7423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
'lH (FT) : • I.£HQ1K (F1) : 192
... ~
EMBER TABLE
~AME NE
ARK PART >-203 4X20C16
J-206 4X20C16
~-201 4X2CH14
;-202 . 4X2CH14
;-203 4X2CH14
i-201 4X20C16
;-200 4X20C16
~ 201 4X20C16
fES ·FOR LAYOUT:
LENGTH
103.250
103.250
238.375
239.750
120.875
95.500
55.500
57.500
TRIM TABLE
FRAME UNE
OlD MARK
1 JT-101
2 JP4-24
3 HT-101
4 H -101
-202 IS A 4 OPEN CHANNEL EAVE STRUT
NOT USE PURUN @THE StDEWALL EAVE
6
LENGlH
85.000
84.000
243.000
99.000
.......
I
IXl
192' OUT-TO-OUT OF STEEL
3 2 21 0 19 18
1o'-o" 10'-0" 10'-0" 10'-0" 1o'-o" 10'-0 .. 10'-0"
SIDEWALL FRAMING:
SEE DETAIL "MS/4" FOR HEADER TO JAMB \:
,-0coNTJNOUS HEADER TRIM ET-700
: \ I >l
1.() 't w l ~ ..1 L J l 1 I 1
17 16
10'-0" 1o'-o"
LINE A
_l I I I I L
15 14
10'-0 ..
..1_ I
10'-o·
I
r
1
I
I
I
·' ~ ~ 0 0 0 0 0 0 0 0 0 0 0
---:-L----..__---L.------'-----'---'------'--------'-----~~--__ ...__-
SIDEWALL SHEETING & TRIM ·: FRAME LINE A
PANELS: 26 Ga. SX L' ht St CHANDER P. NANGIA P.E
-
19 onFOR CONSTRUCTION ~~~:T~~~~~j~~:oR
3/22/07 lENI1IH (fT) : 192
American Duro Beam · NO.: NA
902 North 3oth Rd Hollywood, Florida 33021
PHONE: 1.800.445.0412 www.americondurobeam:com NA
NA
NA
... nca.:
~ASE CHANNEL IS USED FOR SECURING DOOR JAMBS AND THE
203 (DOOR SIDE) WALL STUDS. IT IS 11.75 INCHES LONG APX.
81650
FOR CONSTRUCTION
192'
5'-o" s·-o· 10'-0" 10'-0" 10'-0 .. 10'-0" 10'-0"
I
s·-o· J [ J c
S-203
5'-0"
5'-0"
io
C") s·-o·
s'-o"
5"-0"
10'-0" 10'-0"' 10'-0" 1o·-o·
SEE DETAIL "MS/3" FOR MULUON STUD LAYOUT
10'-0" 10'-0" 10'-o"
S-20
0 ..-
S-204 -b,
S-203 N
10'-o'" 1o'-o" 1o'-o"
10'-0" 10'-o"
0
:; S-204 a>
s-203 c-.a s-203
J [
1o'-o'" 1o'-o"
,--e-
1
I
I
I
Q)
c ·-_j
SEE DETAIL "MS/6 .. FOR INTERIOR COLUMN TO PURUN (WITHOUT RAFTER -TYP.)
FOR CONSTRUCTION
CHANDER P. NA lA PJ
7 423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
SEE DETAIL "MS/14" FOR CORNER
BASE _CHANNEL CONNECTION I ~-----f---'---"---+----+-3122_1_07 _----i Am eric an D UT o Beam
~ ~__;._~---'----'---+----tSO+---~-o-_?3a7 __ --i 902 North 30th Rd Hollywood, Florida 33021
~ HA PHONE: 1.800.445.0412 www.americondurobeom.com
LEIIG1H Crt) : 1t2
NOTES FOR LAYOUT: 2~~-+~--------~~-4~~--------+------------------------------------+-~__;._------+---~~~~-----NA DO NOT DIMENSION CONCRETE FROM THIS PAGE.
THIS DRAWING IS FOR THE LAYOUT OF STEEL STUDS.
USE THE CONCRETE/FLOOR PLAN FOR FOUNDATION LAYOUT.
PLEASE NOTE TI-iE "OUT TO OUT OF STEEL" YOUR FOUNDATION
SHOULD BE 3" LARGER OVERALL FROM · THIS DRAWING. CONSTRUCTION ~------------------~~~~~~~~~-------L------------~-----
NO~
.... FAC'lat:
•;n
~-. SEE DETAIL "MS/6"
<I)
c
_j
_c
0 __,__,
0
2
I
I
I
I
10'-0"
J
S-204
S-205
10'-0"
1o'-o ..
J [
....
I
0,
~ S-204
S-203
J [
10'-0"
1rl-0"
J
S-203
S-205
L S-206
N
..........
9'-10"
.... S-205
0 .....
I a,
N S-204
S-203
J
10'-0"
10'-0 ..
L S-206
9'-10"
~ ...... S-205
J
10'-0"
I
I
~-_j SEE DETAIL "MS/3" FOR MULUON
IOT£5 FOR LAYOUT:
tO NOT DIMENSION CONCRETE FROM THIS PAGE.
HlS DRAWING IS FOR THE LAYOUT OF STEEL STUDS.
ISE THE CONCRETE/FLOOR PLAN FOR FOUNDATION LAYOUT.
'LEASE NOlE THE "OUT TO OUT OF STEEL" YOUR FOUND A TlON
HOULD BE 3" LARGER OVERALL FROM THIS DRAWING.
·192'
1o·-o· 10·-o"
l [ [
S-203 S-203
S-204
S-205
J [ J
10'-0" 10'-0"
2X4 ANGLE (TYP.)
10'-0" 1o·-o· 10·-o· 10'-o"
J J [ J [ J
S-203 S-203 S-203
S-204 ·S-204
r s-205 r
S-206
~
9'-10" 9'-10" 9'-10"
S-205 r S-205 r
~ N
..........
s·-o-s'-o"
S-205
0 0 S-205 0 S-205 ~ s-205 ~-.=:'r---:--t==i
..-
I
'01
"' S-204
S-203
J [
10'-o"
S-204
S-203
J [
10'-0"
S-204
S-203 S-203
J [ J
10'-0" 1o'-o" s·-o· s'-o"
SEE DETAIL "MS/14" FOR CORNER
BASE CHANNEL CONNECTION
STUD LAYOUT
FOR CONSTRUCTION
CHANDER P. NANGIA P.E.
7 423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
American Duro Beam
902 North 30th Rd Hollywood, Rorido 33021
PHONE: 1.800.445.0412 www.americandurobeam.com
.... F¥1111.: u
I
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Q)
c
_j
__c
0
-f--)
0
2
I
I
~
20' -0,
P-201
P-201
P-201
P-201
p 201
192'0" OUT-TO-OUT OF STEEL 6
0 2 4
20' _;_ 0" 20' -0" 20' -0" 20' -0"
P-201 P-201 p 201 P-201 p 202
5' -o"
p 201 P-201 P-.201 P-201 P-202 s' -o"
P-201 p 201 P-201 p . 201 P-202 5' -o"
P-201 P-201 P-201 p 201 P-202 5'-o"
P-201 p 201 P-201 p 201 P-202 5' -o"
5'-o"
ROOF FRAMING
·FOR C O NSTRUCTION
3/22/(17 American Duro Beam
902 North 30th Rd Hollywood, Florida 33021
PHONE: 1.800.445.0412 www.omericondurobeom .com
j FOR CONSTRUCTION
MEMBER T~LE
FRAME LINE
MARK PART LENGlH
P-200 6X25Z16 241.750
P-201 6X25Z16 244.001
P-202 6X25Z16 121.750
0
I
It)
C")
I
CHANDER P. N GIA P.l
7423 HOLLOW RIDGE DR. .
HOUSTON, TX 77095
LDtCmt (F1) : 192'
192• OUT-TO~OUT OF STEEL
20'-o" 20' -0" 20' -0"
P-200 P-201 P-201 p 201
P-200 P-201 P-201 P-201
p 200 P-201 p 201 P-201
P-200 P-201 P-201 P-201
P-200 P-201 P-201 P-201
2"
+2,
ROOF FRAMING
Q iJOB NIAIBER: 30X230 OATE: 3/22./07
I w.atem Stope Dewlopm1111 a.JS. NO. : NA
CCMPANY! Western Sklpe Dev8lopmen PHONE: 504-460-7307
.!!.-:klB ADORESS:. 1 Powecilne Rood fAX: NA .
~ ~ Rifle CEll: NA
I CaJN1Y; NA Bot.vt: NA ji§
~AT£: i Colorado
~ Bt650
i FOR CONSTRUCTION
P-201
P-201
p 201
P-201
P-201
American
P-201
p 201
P-201
P-201
P-201
I
I
I I
2" t
Q)
c ·-_}
_c:
u
...f--1
0
2
MEMBER TABLE
FRAME INE
MARK PART LENGll-i
P-200 6X25Z16 241.750
P-201 6X25Z16 244.9g1
P-202 6X25Z16 121.7: 0
CHANDER P. NANGIA P.E
FOR CON STRUCTION 7 423 HOLLOW RIDGE DR
HOUSTON, TX 77095
Duro Beam IUllliNG SPECIFlCAliDt& ~ (Fl}: 35 I..ENCmf (F1} : 192
~ llP2 UinJ Storage ft. EAYE HEIGHT (F1) : a'-6"
. 902 North 30th Rd Hollywood, Florida 33021 cmE/(:lASSl IBC 113 ~ Pl1a( CJai RISE/12) 1 .5/12
!WIND lOAD (WI'H) : 90 WPH ~ SNOW LOAD;.., l.8S I'Sf. PHONE; 1.800.445.0412 www.americandurobeom.com ~-a~ B ......uM ROCI' SNOW DfSGNED: <10 PSF
NOTES: I*«>_ IIPORTAHCE FACTOR: 1.0 ~ COEfT. (Fo"SII} : .1118
lltJIU) FROII DRAIIINGS MNIJIED "F'DR. CONS'IIIIJC'1I(. DO NOT I!IJl.D FRao1 PlNIS IU.RICErl P£RioiiT tR APJIROI(AI.. ~ lNE lOAD : 20 PSF U.N.O.. ~zt~N':: NA ll'.fliCIIt.:1
UNlESS MO'IED STANDARD AllB COMDI1IONS APPI..Y. CClP"ddiCH''ED W.1EIOAI.. DO NOT CCP"'', ~ tR WOOFY. ~ U'toE !..MD : 20 PSF W. U.
DRAIMNO BY: I CK'D BY ~NO.: NA J ~~~ Det.ala
MBD . M.A. ~ DAlE: NA JNON o. 0t.JC J~
MINI STORAGE DETAILS
COlUWII
I NO"T£; GUTTER PROflLE I MAY VARX.
~JPH? \1\JW'-OH----'
r--OOUNlU< FI.ASHlNG
WALL PAN£1.
HEADER
rYPICAL DETAILS: CONDITIONS MAY VARY
@ @
......
LOOSE ct.Jp.
STUD
CONHECnON CUP
@
@
@
@
HEADER<---+---'
1§1
V!EW-=8 ..
EHOWAU. cot.~N .
ELEVATION
!NoTE: CONDITIONS WAY VARY I
11C CUP
Sl'fEET CHANNEl
RAflER CHANNEL WALL SlUO
NOTE: FO R CLARITY. DRAWINGS ARE NOT TO SCALE
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MINI STORAGE DETAILS
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JAMB BEHIND
MULUON CO'IIER
ROOF' PURUN
INTERIOR Sl\JO
TOP .CHANNEL:
SlUD
PANEL
tJULliON COVER
PARJJTION PANa
TYPICAL DETAILS: CONDITIONS MAY VARY
NOIE.: GUTtER PROF\LE
MAY VARY.
INTERIOR STUD
ELEVATION
ENDWALL COLUUN
ROOf PURUN
NOTE: FOR CLARITY, DRAWINGS ARE NOT TO SCALE
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PROPOSED STORAGE
UNITS
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GRAVEL SURFACE
EXISTING ROAD
GJNEBAT. N0TBS
1. ALL ROAD AND DRAINAGE CONSTRUCTION SHALL COMPLY WITH GARFIELD COUNTY SPECIFICATIONS AND
CURRENT ROADWAY DESIGN AND CONSTRUCTION CRITIERIA .
2 . THE CONTRAC TOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES , PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION PRIOR TO COMMENCEMENT . CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING
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UTILITY (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION . ALL EXISTING UTILITIES
SHALL BE PROTIECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR AT HIS OWN EXPENSE.
3 . ALL EXISTING ITEMS SHOWN ON THE PLANS ARE SHOWN IN APPROXIMATE LOCATIONS ONLY . THE ACTUAL
LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES . WHENEVER
CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY .
4. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE
PR OPOSED WORK .
5. ALL BACKFILL MATERIAL SHA LL BE COMPACTIED TO 95% STANDARD PROCTOR DENSITY .
6 . ROADWAY SURFACE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH OF A FOOT FROM PROPOSED
DESIGN GRADE.
11 . NO WORK SHALL BE BACKFILLED UNTIL THE CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR
BA CKFILLING BY THE DISTRICT ENGINEER OR REPRESENTATIVE OF THE DISTRICT ENGINEER.
l18.00' 1----62.50' ___ .;
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18.00' ~
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I APPROVED
LEGEND
PROPERTY LINE
LOT LINE
SU11JECf TO NOTED
EXCEmONs & INsPECTIONS
GARFIELD COUNTY
BU~1DEPARTMENT
Date L By bCff5
FIELD COPY
NO INSP.ECnON WITROU'f
THESE PLANS ON SITE
page or
PROPOSED EASEMENT
PROPOSED EDGE OF ROAD
PROPOSED STORAGE UNIT
CULVERT WITH FES
PROPOSED DRAIN
PROPOSED RIP-RAP
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PROJECT NO.
99055.07
SP01
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35'X192 ' 35'X192'
I 35'X192' 6,720 S.F.
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6,720 S.F. 6,720 S.F .
I FF = 5338. oiJ FF=5338.00 FF=5338.20
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Building 7 Building 6
FF=5337 .40
Building 5
FF=5337.20
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FF=5336.80 FF=5336.80
FF=5336.70
---- --------
STANDARD RISER--'.....--
SECTION(S)
PERFORATED RISER
SECTION(S)
REFER TO
DRAINAGE REPORT
FOR GRAVEL
DIMENSION
CALCULATIONS
NOTE:
8"
'-0' ----1
12'
I. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478
5"
1-1/2"
CRUSHED
STONE
2 . BACKFlLL EXCAVATION AROUND STRUCTURE WITH COMPACTED
1-1/2" CRUSHED STONE, TO TOP OF PERFORATED SECTIONS.
3 . OVERALL DEPTH, MINIMUM OF 10' OR PER DRAINAGE REPORT .
4 . PERFORATED SECTION, 6 FT. MINit.AUM INTO PERVIOUS ALLUVIUM .
PROPOSED DRY WELL
TYPICAL GRASSED
AREA 1' MIN.
TOPSOIL
=
=
== =
=
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PRECAST CONCRETE DRY WELL
WITH GRATE INLET
N.T.S .
35'X192'
6,720 S.F.
FF=5338.40
FF=5337 .90
Building 4
=53"37 .40-
FF=5336.90
-
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35 'X170'
5,950 S.F.
FF=5338.60
FF=5338.20
Building 3
FF=533~40
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PROPOSED 42.71 L.F. @' ST"M OeAIN 0 '·"'
1. ALL STRUCTURES, CONCRETE , TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND LEGALLY DISPOSED OF BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.
2 . ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS .
3 . CONTRACTOR SHALL COMPLY WITH ALL LOCAL , COUNTY AND STA TIE REGULATIONS PERTAINING TO GRADING, DUST
AND EROSION.
4 . ALL DISTURBED AREAS SHALL RE-SEEDED, MULCHED OR SODDED AS GARFIELD COUNTY CRITERIA .
5 . TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE
REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING
EROSION CONTROL AROUND THE PERIMETIER OF SAID STOCKPILES .
6 . AT ALL TlMES, THE PROPERTY SHALL BE MAINTAINED AND /OR WATERED TO PREVENT FUGITIVE DUST .
EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY.
IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE
OWNER/DEVELOPER SHALL 1M MEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT
PROPERTIES .
7. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS.
8. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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STORM DRAIN
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GRAPHIC SCALE
IN FEET )
I inch = 30 ft.
'BBP
-------PROPERTY LINE
--·56 2 0--· EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
---:5620,---PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED SLOPE DIRECTION
EXISTING SLOPE DIRECTION
EXISTING COUNTY ROAD
EXISTING GRAVEL ROAD
PROPOSED GRAVEL SURFACE
@ 0 CONCRETE WASHOUT AREA
@ -· •• ••-LIMITS OF CONSTRUCTION
® ~ CULVERT INLET PROTECTION
@ ~ OUTLET PROTECTION
@ SEDIMENT CONTROL FENCE
® t . • . • . j SEEDING AND MULCHING
@ ~ VEHICLE TRACKING CONTROL
ll • ••• •••••• C CULVERT WITH FES
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PROJECT NO.
99055.07
GR.01